@article{oai:kansai-u.repo.nii.ac.jp:00011338,
 author = {楠見, 晴重 and Kusumi, Harushige and 金田, 俊哉 and 西田, 一彦 and 上枝, 和司},
 issue = {4},
 journal = {材料 = Journal of the Society of Materials Science},
 month = {Apr},
 note = {Hydromechanical behaviour of rock masses is influenced in a decisive way by the presence of joints. It is largely responsible for the seepage occurring through the rock mass and is the most sensitive elements with respect to deformation under stress changes. Hydromechanical studies of fractured rock masses must therefore pay special attention to the role of joints and to correct assessment of their properties. In this paper, an experimental study was carried out in granite specimens included a single joint with the purpose of obtaining the hydromechanical properties under hydrostatic stress conditions. The test results are then presented and analyzed, and the relationship between the roughness of joint surface and hydromechanical properties are discussed},
 pages = {341--245},
 title = {拘束圧下にある単一岩盤き裂の開口幅分布と透水特性(特集:岩石力学)},
 volume = {48},
 year = {1999}
}